HomeMy WebLinkAbout41201-Z o�1gUFfOI, CpG. Town of Southold 4/14/2017
y P.O.Box 1179
y 53095 Main Rd
py�� � Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 38904 Date: 4/14/2017
THIS CERTIFIES that the building COMMERCIAL REPAIRS
Location of Property: 650 First St.,New Suffolk
SCTM#: 473889 Sec/Block/Lot: 117.-8-18.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
10/7/2016 pursuant to which Building Permit No. 41201 dated 12/1/2016
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
ALTERATIONS AND REPAIRS TO AN EXISTING ACCESSORY BUILDING AS APPLIED FOR
The certificate is issued to New Suffolk Waterfront Fund
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
A th ' ed Signature
��o�SU�Q�xc®G TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
o . SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 41201 Date: 12/1/2016
Permission is hereby granted to:
New Suffolk Waterfront Fund
650 First St
PO BOX 146
New Suffolk, NY 11956
To: construct alterations and repairs to existing accessory building as applied for with
flood permit per Trustees approval.
At premises located at:
650 First St., New Suffolk
SCTM # 473889
Sec/Block/Lot# 117.-8-18.1
Pursuant to application dated 10/7/2016 and approved by the Building Inspector.
To expire on 6/2/2018.
Fees:
Flood Permit $100.00
CO -COMMERCIAL $50.00
COMMERCIAL ACCESSORY BUILDING OR ADDITION $100.00
Total: $250.00
Bui in I ector
Form No-6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00
- ----------- ----------------- --- - --- -- -----------------------
- — ----------- Date.
New Construction: Old or Pre-existing Building: I/ (check one)
Location of Property: (p,�(� F/r�t S-r A)m SA #AY
House No. �qpp Street Hamlet
Owner or Owners of Property: " q_x 1k uo�l t".
Suffolk County Tax Map No 1000, Section 7 Block C? Lot
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval: /
Request for: Temporary Certificate Final Certificate: `� (check one)
Fee Submitted:$
Applicant Signature
oFsoulyo
H O
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coUM'10c�
-TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGHI)_ [ ] ;;71CAL (FINAL)
REMARKS: cwt �n
DATE INSPECTOR
.v a wR J
FIELD INSPECTION REPORT DATE COMMS TS
a► !� 1 -
FOUNDATION(1ST) ` Irys �
------------------------------------
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FOUNDATION(2ND)
z
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ROUGH FRAMING&
PLUMBING H °h
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INSULATION PER N.Y.
STATE ENERGY CODE
FINAL
ADDITIONAL COMMENTS r
-110 -1 (v 60 , 0 C) I5 -2-4 o�
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TOWN OF SOUTHO ,D BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL . I ,Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1502 i Planning Board approval
FAX: (631) 765-9502 Surve
SoutholdTown.NorthF'ork.net PERMIT NO. t Check
Septic Form
'N.Y.S.D.E.C.
j Trustees
C.O.Application
Flood Permit
Examined ,20 Single&Separate
Storm-Water-Assessment Form A
Contact: A) -�
Q 'l
Approved i 2& Mail to: Q !7
Disapproved a/c ow lk1 AIM
i Phone:_
Expiration ,20
D L5 V Lam, Bu I or
DPLICATION FOR BUILDING PERMIT
OCT ® 71 2016
Date �01W , 20 /(1
BUILDING DEPT. 'INSTRUCTIONS .
TOWN OF SOUI9HOLD
a. This application MUST be completely filled in by typewriter,or,in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work cove]ed by this application may,not be commenced before issuance of Building Permit.
d. Upon approval'of this application,the Building Inspector will issue a'Building Perinit'tb the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied'or used in whole'or in part for any purpose what so"ever until the Building Inspector
issues a Certificate of Oc6upancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit•for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building.Permit pursuant to the
Building Zone Ordinancejof the Town of Southold, Suffolk County,New York,and,other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to compl�with all applicable laws,-ordinances,building code,housing,code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name,if a corporation)
PO 13Ox /alo, 1%d SaAlll A
(Mailing address of applicant)
State whether applicant is owner, lessee, agent,
/architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises
(As on the t x'roll or latest deed)'
If app ' nt is a corporation, signature of duly authorized officer
(Name and title lof orporate officer)
Builders License No. ��Sc���
Plumbers License,No.
Electricians License No.
Other Trade's License No.
1. Location ofland on!which proposed work will be done: SLr/d j
65�q Ft
House Number Street Hamlet
County Tax Map No. 1000 Section 'Block`'' ' Lot AF,
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy SILD ca
b. Intended use and occupancy S7o rd 5,!�,
3. Nature of work ck which,applicable):New Building Addition Alteration
Repair tz Removal Demolition Other Work
(Description)
14. Estimated Cost ' lj®2O� Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 57 —led
7. Dimensions of existing structures, if any: Front / -fes Rear Depth 30,27
Height Number of Stories /
Dimensions of same structure with alterations or additions: FrontR-ear-,,
Depth Height Number of -teil'eyl ;'k�'i{,,=�
y - ;
8. Dimensions of entire new construction: Front Rear i E Depth
Height Number of Stories "°
9. Size of lot: Front /l1C- Rear Depth
10. Date of Purchase Name of Former OwnerYI
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO__� Will excess fill be removed from premises? YES NO
14. Names of Owner of premises �Je oJI4- 1K W�""'� Addre s-PO go?( d(o ��, PhoeNo.
Name of Architect S cw -Z Address 33 C hone No AO/73��`YIC5—
Name of Contractor Si 6 Address'P6 B 7 Phone No._(03/ 1;;1?8 /P�1K
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES 'NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO �C
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK) o
SS:
COUNTY OFS fil
a C' being duly sworn, deposes and says that(s)he is the applicant
(Name of indi i ual signing contract)above named,
(S)He is the OT� 00_
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
+h day of , 20A,
TRACEY L. DWYER
,STATE OF
Notary Publ c NO.01DW6306900 E Signature of Applicant
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,2 A6
John M.Bredemeyer III,President ®��®� S®���®r Town Hall Annex
Michael J.Domino,Vice-President O 54375 Route 25
P.O.Box 1179
Glenn Goldsmith Southold,New York 11971
A.Nicholas Krupski G ® Telephone(631) 765-1892
Charles J.Sanders �® i Fax(631) 765-6641
lyc®UNTI
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
Permit No.: 8910A
Date of Receipt of Application: October 20, 2016
Applicant: New Suffolk Waterfront Fund, Inc.
SCTM#: 1000-117-18-18.1
Project Location: 650 First Street, New Suffolk
Date of Resolution/Issuance: November 16, 2016
Date of Expiration: November 16, 2018
Reviewed by: A. Nicholas Krupski, Trustee
Project Description: For the existing +/-30.5'x48' marina accessory building; to
repair the northeast corner of the building by replacing the existing support posts
as well as one midway on the north side; and to remove some of the shingles in _
order to install plywood to cover any existing holes in the exterior walls.
Findings: The project meets all the requirements for issuance of an
Administrative Permit set forth in Chapter 275 of the Southold Town Code. The
issuance of an Administrative Permit allows for the operations as indicated on the
site plan prepared by Mark K. Schwartz, AIA, dated September 29, 2016, and
stamped approved on November 16, 2016.
Special Conditions: Any further work on structure/building will require a full
Wetland permit.
Inspections: Final Inspection.
If the proposed activities do not meet the requirements for issuance of an
Administrative Permit set forth in Chapter 275 of the Southold Town Code, a
Wetland Permit will be required.
This is not a determination from any other agency.
John M. Bredemeyer, III
President Board of Trustees
� sovey
Michael J.Domino,President oF®� ®l® Town Hall Annex
John M.Bredemeyer III,Vice-President 54375 Route 25
P.O.Box 1179
Charles J.Sanders G Southold,New York 11971
Glenn Goldsmith T
A.Nicholas Krupski l�C®�NT`1 ff D
=,nn !7,)n,7
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD BUILDING DEPT.
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
# 1318C Date: March 22, 2017
THIS CERTIFIES that the existing+/-30.5'x48' marina accessory building to repair the
northeast corner of the building by replacing the existing_support posts as well as one midway on
the north side; and to remove some of the shingles in order to install plywood.to cover any
existing holes in the exterior walls;
At 650 First Street,New Suffolk
Suffolk County Tax Map#1000-117-8-18.1
Conforms to the application for a Trustees Permit heretofore filed in this
office Dated October 20, 2016 pursuant to which Trustees Administrative Permit#8910A
Dated November 16, 2016, was issued and conforms to all of the
requirements and conditions of the applicable provisions of law. The project
for which this certificate is being issued is
for the the existing+/-30.5'x48' marina accessory building to repair the northeast corner
of the building by replacing the existing sigpport posts as well as one midway on the north side;
and to remove some of the shingles in order to install plywood to cover any existing holes in the
exterior walls.
The certificate is issued to NEW SUFFOLK WATERFRONT FUND, INC. owner of the
aforesaid property.
Authorized Signature
Scott A. Russell s°Sum` ��� STOR.IMMA\TJEIK
SUPERVISORo AWA\N A\G IEI�M[]ENT
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d
CHAPTER 236 - STORAIWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS (PROJECT INVOLVE ANY OF THE FOLLOWING:
Yes No (CHECK ALL THAT APPLY)
❑� A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑Q B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑ C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑® E. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.
❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 DateDistrict :
NAME: i V S 7kg4j�� L4 L —2 d (
(Pnm1 n, _ SecUan Block �TTL"""o.
FOR BUILDING DE:PARTti•IEN'l_ LSF. ONLY
Contact Information j�aUU94
Reviewed By-
Date. /0-7469
Property Address / Location of Construction Work. — — — — — — — — — — — — — — — — —
/'�® Ct rst -5-t PQM IY \E] Approved for processing Building Permit.
ll�p i + G� 7 Stormwater Management Control Plan Not Required
�� `�• `�G`�� �� Stormwater Management Control Plan is Required.
LJ (Forward to Engineering Department for Review.)
FORM * SMCP-TOS MAY 2014
J... .
•" •. .' :I •.IrIT TERRY 1 I�t` r++ � Ina�n Il�tll S.111u5 A•I���►
.VMJ F O. flux 1 17()
.}�.(���/ r
r I O W l: CLERK CP ' �I': ,^ Srrulltnl,l Nc�• 1'ur1
Fax (S Ih1 765.1R�1
Itt:GISfRnft Of STN.STAT15"11CS `Y,�� {�' �'
MARRIAcr OFFICER _ Tcicphonc (516) 7(,t.
RFCOROS "AGEMENT OFFICER
.l
FREEDOM OF INFORW-nON OFFICER
OFFICE OF THE TOWN CLERIC
TOWN OF SOUTHOLD
THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE
SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993:
RESOLVED that the Town Board of the Town of Southold hereby adopts
two (2) new forms to be used under the Flood Damage Prevent regulations ,
of. the Code of the Town of Southold: "Floodplain Development. Permit
application" [FDP(93) ] , and ';`Certificate of Compliance f�5r Develc-pment in
Special Flood Hazard Area (CIC(93)) .
Tow:,[of SOLMIOLD
AJ u1i T • Terr
y
Southold Town Clerk
August 25 , 1993
J
•t
APPLICATION
PAGE I of a
TOWN OF SOUTHOLD
FLOODPLA-IN DEVELOPMENT PERMIT APPLICATION
This forra is to be filled out in duplicate.
SECTION i GENERAL PROVISIONS (APPLICANT to read and sten)-
1. No work may start until a permit is issued.
2 The permit may be revoked if any false statements are made herein_
3. If revoked, all work must cease until permit is re=issued.
4. Development shall not be used or occupied until a Certificate of Compliance is issued.
S. The permit will expire if oo work is commenced within six months of issuance.
6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory
requirements.
7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable
inspections required to verify compliance.
8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO
_ THIS APPLICATION ARE,TO THE BEST OF MY KNONVLEDGE,TRUE AND ACCURATE.. �..
LIt ANTS SIGNATURE ` Com'"^ a� S dDATE 7dA�ll�
(APP )
r SECTION 2: PROPOSED DEYELOEFr( T �c comylctcd by APPLiCAfti`Tl
NAME ADDRESS TELEPHONE
APPLICANT SAj
f-UA4
BUILDER 1! Z ne, ate 63/—`f
ENGINEER SCA
PROJECT LOCAT70N:
To avoid delay in processing the application, please provide. eaouvb information to easily identify the project
location_ Provide the street address, lot nurobcr or legal description (attach) and, outside urban areas, the
distance to the nearest intersecting road or well-known landmark A sketch attached to this application showing
the project locadon would be belpful.
60 fplsf /Vw Hca (K
�v v
FDP(93)
t
• , i '
APPLICATION
PAGE 2OF4
DESCRIPTION OF WORK (Check all applicable boxes).
A- sTRUCTURAL DEVELOPMENT
ACTIVITY STRUCTURE TYPE
❑ New Structure ❑ Residential (1-4 Family)
❑ Addiction ❑ Residential (More than 4 Family)
�tAlteration A Noo-residential (Floodproofing? ❑ Yes)
O Relocation ❑ Combined jlsc (Residential & Commcraal)
O Demdlition ' Cl Manufactured (Mobile) Home (In Manu-
❑ Replacement factured Home Park?- ❑ Ycs)
qF ESTIMATED COST OF PROJECT S
B. OTHER DEVELOPMENT ACTIVITIES:
❑ Fill O Mining ❑ Drilling O Grading
O Excavation (Except for Structural Development Checked Above)
O Watercourse Alteration (Including Dredging and Channel Modifications)
O Drainage Improvements (Including Culvert Work)
J O Roaf), Street or Bridge Construction t
/% ❑ SuFAivision (New or Expansion)
/ O Idual Water or Sewer System
❑ Otbcr (Please Sp'e'cify)
After completing SECTION 2, APPLICANT should submit form to Local Administrator for review.
SECTION 3- FLOODPLAIN DETERMINATION (To be completed by LOCAL A-WlMSTRATOR)
The proposed development is located on FIRM Panel No. . Dated
The, Proposed Development:
❑ Ls NOT located in a Special Flood Hazard Arca (Notify the applicant that the application
review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED).
❑ Ls located in a Special Flood Hazard Arca.
FIRM zone designation is
1Q0-Year flood elevation at the site rs: Ft. NGVD (MSL)
O Uoavailablc
❑ The proposed development is located in a (loodway
FBFM Pancl No Da(cd
O Scc Sccuon 4 (or additional iostrucnoao
SIGNED DATE
APPLICATION #
PAGE ] OF 4
SECTION 4• AIMTI NAI✓ INFORMATION REQUIRED To be com letcd by L CALADMINIS-FRATOR
The appbcant must submit the documents checked below before (be application can be processed.
❑ A site plan shoving the location of all casting structures, water bodies, adjacent roads, lot
dimensions and proposed developmcot.
❑ Development plans,drawn to scale, and specifications,including where applicable: details for
anchoring structures, proposed elevation of lowest floor(including basement), types of water
resistant materials used below the first floor, details of floodproofing of utilities located below
the first floor and details of enclosures below the first floor.
Also
❑Subdivision or other development plans(If the subdivision or other development exceeds 50
lots or5 acres,whichever is the lesser, the applicant must provide. 100-year flood elevations
if they are not otherwise available).
0 Plans showing the extent of watercourse relocation and/or landform alterations-
0 Top of new fill elevation Ft. NGVD (MSL).
Ft:NGVD MSL . For
O Floodproofmg protection level (non-residential only) (MSL).
floodproofed stmctures, ippUcant must attach certification froom registered engineer or
- architect. /
❑ Certification from a"registered engineer that the proposed activity in a regulatory floodway
will not result in any increase in the height of Lbc 100-year flood. A copy of aU data and
calculations supporting this finding must also be submitted.
❑ Other
-
SECTION 1 S. PERMIT DETERMINATION fTQ be completed ty L AL ADMMISTRATORI
I have determined that the proposed activity. A_ O Ls
B. ❑ Is not
in conformance with provisions of Local Law # , 19_ The permit is issued subject to the conditions
attached to and made part of this permit.
SIGNED DATE
If BQX A is checked, the Local Administrator may issue a Development Permit upon payment of designated
fcc
If BOX B i5 checked, the Local Administrator will provide a writtcu surumary of deficiencies. Applicant may
revise and resubmit an application to the Local Administrator or may request a bearing from the Board of
Appeals
J
rr ,
r 1 1 I
I
APPLICATION �+
PAGE IOF4
APPEALS Appealed to Board of Appeals? O Ycs O No
Hearing date.
Appeals --- rov ? E) r'cs—o-Ple
Conditions
SECTION 6:. AS BUTLT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance
is issued
The following information must be provided for project structures. This section must be completed by a
registered professiogal engineer or a Uccnsed land surveyor (or attach a certification to this application).
Complete 1 or 2 below.
1. Actual (As-Built) Elevation of the top of the lowest floor, including basement(in Coastal High Hazard
Areas• bottom of lowest structural member of the lowest floor, excluding piling and columns) is:
FI'. NGVD (MSL).
L } Actual (As-Built) Elevation of floodproofing protection is FI'. NGVD (MSL).
NOT", Any work performed prior to submittal of the above information is at the risk,bf ehe Appl;:cant.
7 / J /
SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR)
The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to
ensure compliance with the communitys local law for flood damage prevention.
INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO
DATE BY DEFICIENCFES? O YES ❑ NO
DATE BY DEFICIENCIES' O YES ❑ NO
SECTION $ CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRATOR)
Certificate of Compliance issued: DATE: BY:
Attachment B
• ! BprfP,LE
CERTIyICATE j�F COMPLIANCE
/
for Development in a Special Flood Hazard Area
i t
i TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
{ FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD ARCA
- (OWNER MIDST RE AIN THIS CERTIFICATE) _
I'
I -
PREMISES LOCATED AT: PERMIT NO,
PERMIT DATE
i
i
� OWNERS NAME AND ADDRESS:
CHECK ONE:
0 NEW BUILDING
O EXISTING BUILDING
Cl VACANT LAND '
THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW:
A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF
LOCAL LAW # , 19_.
SIGNED: DATED:
B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF
LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE #
DATED
SIGNED: DATED:
I
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OWNER STREET -VILLAGE DIST SUB LOT
R
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c_
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TYPE OF BLD.
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PROP. CLA S
ic 5-;o
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LAND IMP. TOTAL DATE 2-1 � x
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,-71.422/-6-- 6 P-4-35Y
-73 4eDif,�4
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7c26
FRONTAGE ON WATER TILLABLE
FRONTAGE ON ROAD WOODLAND
DEPTH MEADOWLAND
BULKHEAD HOUSE/LOT
TOTAL
4V °vv
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_ ,_Ta �:� P OPERTI� t ECORD CARS
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C-->I r S W TYPE OF BUILDING n
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RES. SEAS. VL. FARM COMM. CB. MISC. Mkt. Value
LAND IMP. TOTAL DATE REMARKS y' !' �! [J v ,•, � ��+
10/d;• 0G
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ARM` Acre Value Per Value s
Acre
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Tillable 2CA:qF _
Tillable `3 { t 9n— Llfl Vin/_' rgy��z-(C7I-er'-4 ,{moi
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Brushland - FRONTAGE ON.ROAD :-R- Ovt e,
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Total DOCK 3 1 r 007 evle)A' , ' no 4�1 ' '�+
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S E TYPE-OF BUILDING
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RES. SEAS. VL. FARM COMM.
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iv
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AGE BUILDING CONDITION
NEW NORMAL BELOW ABOVE
Farm Acre Value Per Acre Value
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i Tillable 2
r
Tillable 3
Woodland _
Swampland L ;
i 6,,ushla,A
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Fire Place Heart
Extension ; �! Attic
Porch
` Porch Rooms 1st Floor
Patio Rooms 2nd Floor
Breezeway
-- :- Drive�ay`
Garage
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,
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,
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Porch Rooms 1st Floor
Breezeway,, ..;
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Garage° Driveway'
L'U
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17 7
1 st 2nc
Foundation PC CI3 OTHER Bath '� Dinette
FULL COMBO
Extension e� off' �' Basement sus L PARTIAL Floors Kit.
op,Extension 2-,4Y, oo 9,tuD Finished B. Anterior Finish L.R.
r Nr Ex,r�s n L z 2 ' L� Fire Place Heat D.R. L}
Garage �. r Ext. Walls BR.
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Deck/Patio } d r ,�5r � Fam. Rm.
Cl fS
Foyer
A.C. gCc t# , Laundry
O.B. ,. Library/
C th study
Dock
4b
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Extension Basement CRLAABWL PARTIAL Floors Kit
Extension Finished B. Interior Finish L.R.
Extension Fire Place Heat D.R.
Garage -72C Ext. Walls BR.
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Deck/Patio
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- OF SOUry®lo
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G • Q
Southold,NY 11971-0959 Q
March 15, 2017 �yc®UNT`6q�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
New Suffolk Waterfront
PO Box 146
New Suffolk NY 11956
Re: 650 First St, New Suffolk
TO WHOM IT MAY CONCERN:
The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy.
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate.
A fee of$50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1184)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Planning#765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept.
Final Storm Water Runoff Approval from Town Engineer
BUILDING PERMIT — 41201 —Alterations and Repairs
1
N7EDEC
APPROVED AB PER TERMS NOTES _
S T R E E LAND CONORIONS OF 0 W I ELEVATIONS ARE REFERENCED TO N G V D 1929 DATUM
1-4733 otaA/ax+ rc'
PERM NOS-'- N EXISTING ELEVATIONS ARE SHOWN THUS!n
EXISTING CONTOUR LINES ARE SHOWN THUS
T•�—____—.____._ _ _ __ _1� N �I`: w�ACE Rana � irl
383'29'29" E
'J eonw ff nOi�..E n "e 7 e• R Flc
SF sM1 PHILIP LORIA p N A_ _ �,.L _ I eLARIN55LAD
� l�roa$ 83'47'30" E 13822; 11347' �,D "<° a:
�„ I SmRY TRmC gU1L01H(i 1 _ I—I I 6
Uf
i 1 N I \\nnrA Tw 'I 'F'"C-t�-,tUY_S 35 31 a�c '-K" f I-. (mf 3 MIrL
J 3503"
RETAINING HALL
NOT TO 5GALE
,\I�• s_
Ir/ .8 N soil anreAetE 8
A LRIA; n LOCATION MAP.
NOT T0 51-ALE
-�iE.EAPE50L PP,OPOSED SITE PLAN
W nK:s ILa j-Ox }`r�4� r1 C o y NOS OmERLr N65 mANo GRAVEL s�RArA SITE ILAN OF,HARBOR INN
Y `� hEW OFFOLK HA
` R.iO,urs°`�\ 10'I6��1 10 'S '_4� ' t i I COLLAR DEPTH 15 NOT REGUIRED YMEN RATEABLE MATERIAL EXISTS FOR RILL DEPTH SITU/.FED AT NEW SUF�'OLY.
PROPOSED LOCATION wu, \ T/ ,! ✓' 2 COLLAR MATERIAL 5HALL BE CLEAN&, vEL OR BANK mj, TC-U OF SOUTHOLD
!e OF NEW SEPTIC SYSTEM _ „ I� o'~" N ' 3 ALL DRNNA6E STRLCTURCS MUST Be YIRAPPED WITH FILTER FABRIC SUFE%LK COUNTY,NEW YORK
.�L' m_ ror - - - - - -- - - - ..LTH.1000_117.08_Ib
I ,.a° e.> •v '�' ZONI•'6 DISTRICT.MARINE-2
SANITARY LEGHINO POOL DETAIL 051" 2ESTA A2HNT,STORAGE
Asgh- °��C I .y y?� - �^' NOT T 5GALE
=gin I 0 a Jy. t Jpi p AO I BASED ON ORIGINAL SURVEY BY.
2 d iA/ /� I JOS
IN6EONO LAND SURVEYOR
322 ROANOKE AVE
RIVEPHEAD,NY 11901-2768
(6:')127-2090
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ARE,,OF S
� r,.:ioF �/ �� eva�•ro y- �S' I J I I� ATA EXI571
J . N6 N
ITE. 149-524 97 5 F13 428 ACJ N C, t-
�1• "Il Ojl e.�.-iy 1^'• / y (^ V• o,ner ARE-OF BUILDIN65.
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r_ �// NOTE CAN G7CM2 TO �' �• 11.36 1� .) I-''P� EXt51N6 BUILDING COVERAGE 3762 SF F2519%) '� W<
F-L-f'•. NI• ARK CXIr RIFY.y I 9
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UZOROUND UT.1LITIE5 AND < 14.78 �� - SG'+"OLD STRICT MATTITUGK/GUTGH06UE m O
ST TURES PRION 70 0 -'amu PIPE DISTAL SERVICE,OISVE O=A
l EXGA i NIS MAINT(IN A.e ,$ $ $J' S• LIPA
z PROPS).'SEPARA. 21 0O 10_E -E WnfTP SERVILE,5GWA (L W d)
- [�.�L� 9 IN GROUN CYE IV
mr-0 ear 1 A T - -.L�-_>;, \ \ ��-�____' I_- C ��"��—�a'�"n."/ _ ____- S ,4'SE•j /f ./CANT DWATCR MANAGEMENT Z
MAIN.
T-�.1�s �'SrN 83'45'001r W"'• - 192.94' _ ' tt u .�,..a,.,".. a" •,-- L•ti^Y _ -
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S 83'45'00" E - ss -=s" rJ_,-"'NI
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.• Z '-r Fd(--.�� u - )•j i I .•r�a�- )-' I •-1 !J�.f 1 ' _J!- N AL'S WA5LE FLOW(DENSITY),
°� y _ __- ____ -=5 Jy c 1 '''a��'\C r = SEPTIC T NK GR7NOWATER
A • • FR,v Y '0r `M''b I _ ,_y! •-J )Y .5,!_ 1�Sl�y>,�_�Y_r.•�i-^,. ENEiNECR
° _ ''{ `.I �-J� _-ti p `r._L j K)'I. MANnGESITE ZONE,N
-IF.__ - '-1- �`�)- ��- ALLC WABLE FLOW FOR SITE=600 GPD/ACRE
• -.`� !�• .A �s'.✓�,-"'«-�1 �!, _—_ -_1�<�`1_ a„— -' ,_J `" NOT TO 5GA4E 01066PD/AGRE)(3428 ACRES) 2056.86PD
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i�oo 1 I I RESTAURANT, 45 5EAT5 X 10 6 PD , 450 6 PD
1 �p.r I �s I t• OUT51DE DINING', 40 SEATS X 5 GPD 200 GPD
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�•. I �� 90111 INS'B'(*DRY STORASE').
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•� Y �6 lb ,. •.e,o ra..x wo>.. •••>owo w..,o m.n ---- _ ------1 iaUI C INC,'G'(ORY STORAGE') O m
5 blb G55F X0036P0 186PQ, H f1J
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d /�>TI I 20 V"AT SLIPS X 10 6 P D= 200 6.P.D Z U)
t•y- > � �QR O �/ m,....r...o.....e wwxaw>., TO AL ALL BUILDIN65= IP426PD O Ul
O _ `O Q
_- µ,ml"• 0^,2 KGPD X2=2084 6ALLON5 REQUIRED Q W I= O S SOY
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ref. 'rF 110',DIA X 6'EFF DEPTH a 2500 GALQ 0
LL, z F-
ii r �Aen< h 20 A! t� EA!HIN6 POOLS, z Ul F 8
\ '-, ;•'. A2 64 (� G_ 0a2 GPD/IS GPO/5 F =694b7 SOFT Q )- J-
h y0 `20 -�- - - I Si •-IO DIA X 6'EF-r DEPTH=753b0 SOFT a d
^O LfNE OP NEr YORK STATE LAND GRANT - -- _ - '---- —Hare, "- -iE DRAT' Q LL U-Q Y
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ynrrr ar>au.An r ea.Ar•L e 1-212-1 L[,eR wru cLa,>cx r¢I•papnrME LI-1 L-L IF ,0 DIA X 5 EFF DEPTH=2,000 GAL �' 7 n 3 .9
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FF"T. O
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LEGEND
WALL
EDGE OF PAVEMENT
OH OVERHEAD WIRES
E ELECTRIC LINE
W w w w w ww w - W WATER MAIN
-X-X- CHAIN LINK FENCE
3 -oo FENCE OTHER
_ FIRST STREET
3.99 3.41 RIM
3.23 2.79 2.49 RIM 2-88 RIM >- GUY WIRE
: p,29 . • N . ® 0 2.41 ® 3.37 3.38 CONCRETE
N 06 54 30 E 272.54 y WOOD POSTS 3.9
- -�+ rT e-+s-e-�r
-C-
5.0
-� S SANITARY UNE
•$TAKE 5.0 FE FE WOOD POSTS 3 STAKE
'm
1.1 N 0.9'E 32.20'
1.3'E FOUND •
Q ® DRAINAGE INLET
3.9 3.6 �- x I I Q O I SIGN
SIGNHO X M I UTILITY POLE
b 13 I t1
GRAVEL x J W o BOLLARD
4.3 '
PROPOSED NYS OPRHP Oy I a W SQ STRUCTURE - SANITARY
EASEMENT AREA GPROEN GARDEN a 2 a ^O Q STRUCTURE - DRAINAGE
(44,779 SF TO THE GARDEN I I x
ELECTRIC CONTROL BOX
�... APPARENT HIGH WATER UNE m X GATE x x o W O w
51,993 S.F. TO HIGH _J� N
W WATER L/NE DESCRIBED x 3 I i m : X fY ® WATER VALVE
W /N L. 12646 A 869) 4.3 ]4-1 M0x xx --a 4 I x) ^ +5.43 SPOT ELEVATION
Ilip3qro RIM mMRIMr� mM Rh'+� rRIN LP4 QWATER METER
14.911 14.911 k.esl Is.Br� 4.9� k.9d I4.9.� I S-
IQI IQI I�I IQI I�I IOI I S 1 IQI 3
L J LIJ LIJ LIJ LIJ LtJ H IJ LIJ .l00
L�LM rRIMII RIM �NJ LrR;-0 rRIM 0 r.4 rR1Y O
•4• 13.311 6.471 of 5.49 I55J
IQI IQI IpI IQI 101 I�I-16)" 101
LIJ LIJ L J L J L J L J t� rI- 4.3 E
r'1 r11 r 1 r"'1 r1 P1 l RIM RIM E ' Z
LRIMJ IRIM RIM RIM RIM 43 5.591 I I
6.41 5.3J 9M 13.4 1:,.,j �4� Q
Z 1( IOI 101 IQI 101 IQI 1 i J `QJ 3 ¢ ' J
- } LJ LJ LJ J LJ LJ I .
rim rI.'1 rl-1 r� r� rl� mja rRIY
mMll ``m� M� 6�'4� �RI4J br""3d �5�41
�.4J 6.4 1 3.38 5.351
LP2 L L--`SS.L_I JL-ILo L,-1P-1
JL_ IL L J S S 1
�" c L J �J ilP1 I W SANITARY LOCATION TES
3.9 I S rn h rn1S1S1[��h
FE x MH3(S� 6 37(S)MH2 �2 6.2 4.6 3 / w I W ' " W SANITARY
'- 0.5'N 4.6 I RIM
\ �� RIM MH1 S 02'11
STRUCTURE BUILDING CORNER
":�:•.' 6.38 S ` S6.80 I 1 7.90
1.79' A B
8.7 I RAMP I Q W
ST' 5 n RIM 5.1
x I
RIMS b.so a / �+ GT 20.5' 58.5'
•' 6.83 S )GT 3
8 sa 2a a MH1 38.5 60
..•. NQS/ w I x NN ST 39' 45'
Li
: •�:' I P.10' DECK i t'^ RIM 4.3 W
:•�.• 6.7 R/O - 7.1 6.89 7.11
B 50.7' 0 5
2 MH2 51 44
x I F.F. EL. =TORY 13.3'A o a I � Q t/1 MH3 65' 36'
.. 1 1/2 S
a.2 0 22'0' BUILDING ° w ( x Y W LPl 51' 76'
O I RIDGE EL 30.85 RIM N+
ON PILES
• - 78.'7• 22.0' a 2nd FL. EL. 18.71 13.9• N .66 D m O LP2 82' 46'
}� +��ry
N,:06*13 a0 -::E-- Ci 50.6' 4 6"n 42 f p LP3 104' 77•
'{ CG• M POUND
T ••'49. �•.•.;.•,:•. O z O x 8.93 DECK 8.93 1O:n +7 3.9 x 3 C4 N LP4 82.5 98'
FE 4.0 o0a 61• e w GT = GREASE TRAP
�SF'S�•\*���, 0 4'7o:sw o I N ST = SEPTIC TANK
AOR J Gj�r' Q�' COt CRE o 0�E� x 5.5 5 5.5 wooD 4 2 W MH = MANHOLE
�j P` O`� GR6 0 BARRIER O G°N°S I 3.6 RAMP LP = LEACHING POOL
O P 5.3 CONC.VER 48.1' x
0� 0 1115• CONCRETE
�G ,P 0� ST Is 1 STORY n
�A I ACCESSORY
MARINA
11
P+
CONC. PAD 0. o a0
•OD
M
STAKE
UND 0 W/FLAG x U)
(MONUMENT)
POLE 48.1' 22.7'
5.4 3.8 M NOTES:
-J s.1 S 83 43 00 E
x o18.38' 1. THIS SURVEY WAS PREPARED FOR A SPECIFIC PURPOSE, AND IS NOT
\� I INTENDED TO BE USED FOR A TRANSFER OF TITLE OR ANY FINANCIAL
1.1 PROPOSED NYS OPRHP 5.92 S 00.4rOr E
PURPOSE.
RES AR EASEMENT AREA I BULKHEAD •37" E 12.17'
FOUNDS \ \ x 5.1 W000 ,RM E Y S O 4 L 19* 1 S 02''54" E
T+ •F'r• 2. THIS SURVEY WAS PREPARED WITHOUT BENEFIT OFA TITLE REPORT AND
3 WALKWAY " 202 , W 5.32• THEREFORE, THE EXISTENCE OF ANY COVENANTS, RESTRICTIONS,
\ oma 5 p3�g•2g E ° 2a ; Y EASEMENTS SHOWN OR ADDRESSERIGHTS OF WAY OF RECORD, IF ANY, ARE NOT
\+, I 5.97 �,,F,4. E 24•34
+ + o
C32,85 ,. r 3.PROPERTY CORNER MONUMENTS WERE NOT PLACED AS PART OF THIS
S 01'30 2 09 W O�•j ° 3 SURVEY.
\' vtiF �"{ y 4.SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR
J• ov+P� oop� CONSIDERED AS PART OF THIS SURVEY.
p 5. THE OFFSETS OR DIMENSIONS SHOWN FROM THE STRUCTURES TO THE
p$
PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND
THEREFORE ARE NOT INTENDED TO GUIDE IN THE ERECTION OF FENCES,
CUTCHOGUE HARBOR
1 ° RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, ADDITIONS TO
BUILDINGS OR ANY OTHER CONSTRUCTION.
S 32'1554" E
�o^ ` 9.16. Y 8.LOT AREA = 93,588 SQUARE FEET OR 2.148 ACRES.
°
S 22014'14' E o° 9.ELEVATIONS SHOWN HEREON REFER TO NAVD, 1988.
�• ��� y;: 11.26• TAX LOT 22 & 23 0 10. BUILDING OFFSETS ARE SHOWN TO FOUNDATION.
• ;•�yF?� �, N 89-51'08' E LAND NOW OR FORMERLY OF 3
o10� 14.84' TOWN OF SOUTHOLD
40 . DOCK
o Q y$ ,.id� "BOAT BASIN" °
Q 4 S 83'1 7*5r E
W °
0 10.90'
o a 40 ° Date By Revision
�m
Q ^M Surveyed by: R.B. Drafted by: A.V.R. Checked by: C.W.
011 10CD
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a n 0 �K Van WeelePC,
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Hauppauge, NY 11788
Ixt N �� �� Surveyors T 631.435.1111
< O Q 2164'S 8175'12'£
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= Q Planners F 631.435.1022
O D www.bbvpc.com
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G� Tax Map: DISTRICT 1000 SECTION 117 BLOCK 8 LOT 18.1
O W �� certifications indicated hereon signiy that this plot
' V of the property,depkted hereon was made in PROPERTY
a o
accordance with the existing Code of Practice for
` adopted by New 11'
Association Professional .
N h certification is only for the lands depicted hereon
oand is not certification of title,zoning or freedom
to O 6 of encumbrances. Said certifications shall run NEW SUFFOLK
C O only to the persons and/or entities listed hereon
aQO and are not transferable to additional persons,entities or subsequent owners. TOWN OF SOUll SUFFOLK COUNTY,N.Y.
0
N Q O
a O 5 04-11-29'E
z 60 6
3 o FINAL
v Unauthorized alteration ition is survey
is a violation of Section 7209 of New York ral
�^ State Education law
SURV
copies of this survey map not bearing the land
o surveyor's embossed seal and signature shall
not be considered to be a hue and valid copy 0 2016 BBV PC
mr Date Scale Project No. S6eet No.
LM: FINAL
N FEBRUARY 2,2016 1° = 30' A120278A o
g VIEW: FINAL
N
a
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Y
REVISIONS
20'-0"
REMOVE EXISTING SHINGLES AND SHEATHING AND REPLACE
EXTERIOR WALL SHEATHING w/3/4"PT PLYWOOD APPR® EED AS NO �D
-- ---- DATE:, it B.P.# d
FEE: — BY:
NOTIFY BUILDING DEPARTM o' T
765-1602 B AM TO 4 PM FOR THE
FCLLOWING INSPECTIONS:
1. FOUNDATION - TWO IrrQUIRED 6643- 4)�
v FOR POURED CONCRETE FLOOD , NE -
g 2. ROUGH - FRAMING & PLUS 3;NG R
3. INSULATION COMPLY V111'T'H CHI P -ER 148
Lu O REPLACE EXISTING POSTS: FLOOD DAMAGE P' I VENTION
0 O 6x6 ON 12"dia CONC.PIER, 4. FINAL - CONSTRUCTION MUST
Z 9 w/(4)#5 VERT.REBAR w/ ���T��L������
< STIRUPS,30"x30"x12"FTG. BE COMPLETE FOR C.O.
Z WITH(4)#5 REBAR ew ALL CONSTRUCTION SHALL MEET THE
M F NEW
YORK STATE. NOT RESPONSIBLE S OFTHE CODES FOR
I 3 DESIGN OR CONSTRUCTION ERRORS. ;� M
N < z -- -- U
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z= ; COMPLY WITH ALL CODES OF tt a M
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OCCUPANCY OR
USE IS UNLAWFUL
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A� I
REVISIONS
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
KING STUDS
ENDWALL RAFTER
WALL STUD
CRIPPLE STUD
0
9BOTTOM PLATE
RIDGE LEDGER BATHTUB 064306k�'
HEADER DOUBLE JOIST
SIDEWALL
RAFTER
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR p
HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL.
2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE N
THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X1O LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC
ti M
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WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND m ^�
LOCATED BY CONTRACTOR w w
ci
METAL STRAP VENTILATION CHANNEL _ 2 co
RIM BOARD
RAFTER AS REQUIRED
SILL PLATE(S) RAFTERS "
MAINTAIN n
VENTILATION
WOOD JOIST
FOUNDATION
• TOP PLATE BLOCKING
• - - - - - 2x4 LEDGER BLOCKING
STAPPING TO BE ATTACHED TO WALL STUDS 048"OC 2x4 SOFFIT JOIST z
AND ALL WINDOW/DOOR OPENING JACK STUDS ATTIC SHALL FR PROVIDED WITH A FASCIA a
MINIMUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
INSTALL 4'0" O.C. �i SHALL BE COVERED WITH CORROSION-
4" - 8" LSTA24 1-1/4"x24" 20 a. STRAP AND JACK STUDS ` ONTN. SCREENED VENT
/ 9 RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT/ EXT. PLYWOOD
ON ALL OPENINGS i� OPENINGS OF Va INCH IN DIMENSION.
i
INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE
8" - 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDS
4 - 6RAFTER RT10 10-3/4 x 18ga. TYDOWN ANCHOR CONNECT TO
" " "
ON ALL OPENINGS / �.�� EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND Th
OVER BEARING WALLS AND HEADERS
INSTALL 4'O" O.C. CONNECT TO
14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ��� 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER
ION ALL OPENINGS ^
2ND. FLO
RAFTER
W � W
Q
WOOD JOIST
Q
F F"FT
TOP PLATE GIRDER/HEADER r71 [ U
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD (.1
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION cn
INSTALL 4'0" O.C. z
4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION Q
ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
CONNECT EACH MM•-�
ON ALL OPENINGS THE PROPER STEEL CONNECTOR. /�
INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS �F.•.�jj
8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS n/
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD
DBL. SILL PLATE
TERMITE SHIELD I r--
SILL GASKET
TYP. CONC. FOUNDATION C /1 CONC. P AB '%• 1
DAMPPROOF EXTERIOR GRANULAR FILL •LY ys
EMIL POLY ON EXTERIOR V % 1 1
• y STEEL COLUMN
2t.
n 1
% CONC. SLAB • 4 I • 4 'D °• C•• ` ,`•
r v ANCHOR BOLT EMBEDMENT:
�•° C A )'n POURED CONCRETE: 7" •• CCCC___�,
e V 1 COMPACT FILL a • BLOCK WALL: 15" •` /�
KEYWAY FOOTING s 4
e • C'D c• CONC. FTG. p Q p . e' % O
• � USE WITH 3x3 SQUARE WASHERS Q
:O ANCHOR BOLT CONNECTION )
REINFORCING BAR
� (USP lBPS58 OR BP583 W
SUPPORTING MAXIMUM SPACING
FOUNDATION 5/8" DIA. ANCHOR BOLT
1 1
DRAIN TILE • p • ANCHOR BOLT CONNECTION w � W
SILL PLATE TO FOUNDATION 1 STORY 72" OC H Z
CRAWL SPACE OR FOUNDATION
TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC Y
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. RAWL PA E R FOUNDATION
WALL BOTTOM PLATE TO FOUNDATION O
1-2 STORIES 57" OC r LL
Lc) ILL0
(SLAB-ON-GRADE)
I r—SUBFLOOR O OO
CONC. SLAB DOOR FRAME
6X6 10/10 WWM
COMPACT FILL 1 DOORGE /�_JOIST W
1 USE 2X8 STEEL BEAM Z
1 ^% I FOR BLOCKOUT - 1�
J 4" SLAB :r a � 4 A Sw
W/ 6X6 "AM �- SLOPE w^r;tx�:�- �•.L'
P.T. PLATE . < 1 0• • e 7 1 4"DRIVEWAY (WITH A NAILINGIST PLATE UIFTNEEID D)NOTCH '=f�t-`k`�+y �"y/. Z
• ' •',� e GHT
"�• "'•• s• :• •' .• TO BE APROX. 1/2" OR HIGHER THAN
r 4 .Q s_�� •r �, •' 4^''`•O O O s' O •. -. • STEEL BEAM TO ALLOW FOR SHRINKAGE
RAD • . ,' r. : • O • (PROVIDE STRAPPING TO KEEP JOISTS ALIGN �!
sxs W.W.M. r— ; ki
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MIN. C,= rp a '• A �'e /�•, '• ''• O • I—11
REINFORCING BAR •
.O e• REINFORCING BAR ' • O•.••s �st ' �'' ---JOB-#:
DRAIN TILE ►� �"• • 4 L. O !O •
12" �' E M September 29,2016
i
i,► PL o {Q '�t�_.t .f SHEET NUMBER:
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. • �• �1" 1 �`
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS.
OF
GARAGE DOOR BLOCKOUT
REVISIONS
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap,the number of lOd common nails required QTY. SPACING BUILDING HEIGHT (SEE PLANS
in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap.CONSTRUCTION NOTES: p• RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL )
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS)
intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST
State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL 2006 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES o 0
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY:
OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 Q Q
meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2_Sd COMMON EACH TOE ATTICS w/STORAGE 20
accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 ROOMS(OTHER THAN SLEEPING)3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) EING) 40
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift
4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: ROOMS(SLEEPING) 30
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under STAIRS 40
construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 N
precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING
EXPOSURE CATAGORY (DESIGNED FOR CAT.C)
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMO PER FACE NAIL Uanchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION N� ,� M n
5).Refer to the Window and Door schedule for exterior openings. corners. ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE "" '.4 m °� e
TOP PLATES AT JOINTS FACE
INTERSECTIONS 4-16d COMMON, EA.SIDE NAIL �'' m
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: NAILING SCHEDULE SEE GENERAL NOTE PAGE
STUD TO
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE c�� tj
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and STUD O.C. NAIL FIRE PROTECTION Sym"
7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE SEE FLOOR PLANS v
g pantry,closets,trims,etc. ed es and 10"o.c.in the field shall be in accordance with the length requirements specified 16d COMMON
SMOKE&CO2 DETECTORS a,
such as bookcases,shelving, ant g HEADER ALONG EDGES NAIL � � n
in table 3.15a-b,
N/A-STANDARD STICK FRAME CONSTRUCTION U
TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN
8).Wind load requirements shall be taken into account during construction.
6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK
BOTTOM PLATE TO: z
FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOORJOIST,BAND JOIST, 2-16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
END JOIST OR BLOCKING
1).The General Contractor and Mason to review lans.elevations,details and notes to length adjustment factors in table 3.16. FOOT SEE NOTE:1,2
P
determine intended heights of finished floorGROUND WIND SEISMIC FROST s)above typical grade. WINTER ICESHIELD
7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
2).All footings to rest on undisturbed(virgin)soil.
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS
interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES
QTY. SPACING 4 respectively.y.
3).Provide 1/2"expansion joint material between concrete slabs and abutting 2.4.4.2 and 2. 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO11 YES -
concrete or masonry walls occuring in exterior or unheated interior areas. 4-8d COMMON PER TOE TO HEAVY MODERATE
T►�
8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP JOIST TO:PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: L`)
4).Any new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
with table 3.5.Window sill plates shall be have steel connectors in accordance with table 2-8d COMMON
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. TO 101ST END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be BLOCKING EACH TOE r1
2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON f--I
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:1,3 a
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE SEE NOTES:1 (BOTH FIELDS) H
6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE 3-16d COMMONBLOCK NAIL INTERIOR ZONE 8d COMMON @ 6 O.0 8d COMMON @ 12"O.C.
g NOTE:2 FOR PANEL FIELD W
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 T^ O
6).Crawl spaces to be provided with r minimum.of
access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMONJOIST NAIL V 1
8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES Z
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER PER TOE a, a/ z
7).Dampproof exterior of foundation with bituminous coatingas per section R406 of 3-8d COMMON
P TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O �� O
N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END � � r-�
the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMON TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, E"
8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shalt be used. V
FRAMING NOTES Girders on concrete piers shall be anchored with proper steel connectors anchored
SILL OR TOP PLATE 2-16d COMMONFOOT SEE NOTE:1 w
into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.
For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. U
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lAll framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL
Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. I QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. AS PER TABLE 3.8 framingmembers with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c.
P g STRUCTURAL PANEL Sd WALL SHEATHING REQUIREMENTS FOR WIND LOADS: U
Douglas Fir. WFCM-SBC
4).Deck joists to have blocking at 8'0 0.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE �
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted SHEATHING LOCATION NOTES
5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL
AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION
QTY. SPACING SEE NOTES:1,3(BOTH FIELDS)
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. where needed. GYPSUM Sd COOLERS 7" O.C.EDGE 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING'
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wail 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES
QTY. SPACING
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO 1F MENTIONED IN SCHEDULE NOTES ONLY. Q
and blocking where applicable.
5).All flush beams/headers to be installed with heavy du alvinized hangers 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9
duty g gers and PANELS 8d COMMON be For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall
WFCM-SBC
anchors where applicable to all connecting joists. PLUMBING NOTES 6d COMMONbe used. �
7/16"OSB 3"O.C.EDGE
6).Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Y
Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c.
on plans. WALLBOARD 5d COOLERS 10"O.0.FIELD 0 O
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. � F- 0
other access openings unless otherwise noted(typical). FLOOR SHEATHING: �i V J
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. a! W
8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION QTY SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. w Of W
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted.HVAC SYSTEM NOTES STRUCTURAL PANELS 1"OR LESS 8d COMMON126"O.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR." U Z
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9).Provide blocking bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists Section R602.8-FIREBLOCKING REQUIRED responsible for adhearing to all applicable codes and safety � O
under all bearing walls. 1 .Mechanical subcontractor is res Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) LNOTES:
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10).Provide insulation baffles at eave vents between rafters.Install draft blocking as requirements. and to form an effective fire barrier between stories,and between a top story and the roof space. U) W
needed.
THESE NOTES ARE ONLY TO BE REFERRED TO IF Fireblocking shall be provided in wood-frame construction in the following locations. O � U_
2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. f)
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor
CDX exterior sheathin ade 1 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
g gr p ywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed W
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. Z
shear capacities,nailing requirements for structural `^�6
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, ? ��y,• w
over subfloor as per manufacture's instructions.
1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. (''�.° vttSC Z
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and yo 4�
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).Alt electrical work shall be approved by a qualified Underwriter. 2)•When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces tr y r s
members,the tabulated number of nails shall be permitted
to have regular 1/2"sheetrock.All walls to be taped and finished. P under stairs shall comply with Section R314.8,N.Y.S.Residential Code.per i,1 ¢ /
to be reduced tot-16d nail foot. MS
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3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 P �. *•; ^'
4).At openings around ventspipes and ducts at ceiling and floor level,to resist the free passage of SCALE: 1/4"=I'-0"
,
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or of N.Y.S.Residential Construction Code.
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM SOIL COMPACTION: flame and products of combustion. -'T°-Y ' /.` JOB#:
torch down type material over. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR September 29,2016
TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. '� r'
, +�Ir SHEET NUMBER:
l6).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. � 6� t,be installed with a foam sill gasket and cop-r-tex termite shield or approved equal.
2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE:
DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE
SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY
TESTED BY PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.